HomeMy WebLinkAboutD-227108I" DIA,
AIR VEN
EXPOSE
OF PIPE
a
C
'v
Ic
AIR VENT TO PIPE o
N
INTO 18" ?
PIPE
iv
DEFLECTOR PLATE
I I
I I
I I
HOPE DEFLECTOR PLATE -FUSE
TO OUTSIDE EDGE OF PIPE
I I
I I
z�N 18" DIA. HOPE
PROFILE
DEFLECTOR PLATE AND AIR VENT DETAIL (E
N. T S.
WIRE MESH SUPPORT FENCE (TO BE
LOCATED ON THE DOWNHILL SIDE OF
FILTER FABRIC)
FILTER FABRIC
MATERIAL -
PROVIDE WASHED GRAVEL
BACKFILL, 314 " -3" IN TRENCH
AND ON BOTH SIDES OF FILTER
FENCE FABRIC ON THE SURFACE
8" MIN.
430
5wp- 27-227i
2 "x2 "x5' WOOD POSTS.
STANDARD OR BETTER
OR EQUIVALENT —
E N T R A N C O
ENGINEERS • SCIENTISTS • PLANNERS • SURVEYORS
WASHINGTON ARIZONA IDAHO
i
BURY BOTTOM OF FILTER
MATERIAL IN 8 "x12" TRENCH
NOTES:
1) ROUND SOLID LOCKING COVER MARKED " DRAIN" WITH
LOCKING BOLTS. SEE KCRS DWG 49 & 50 LEAVE 1' FOR SUPPORT
n OF COVER
2) CORROSION RESISTANT METAL PARTS. 6T
3) HYDROSEED AROUND OUTLET STRUCTURE /
AND ADJACENT PIPE TRENCH AREA.
METAL FLANGE o 9s
0 RING
�( S
� "9ip'PL
EPDXY STUD AND NUT
(TYP.)
O
NEW HOPE PIPE
FUSE MOLDED
FLANGE ADAPTOR \
ON END OF NEW PIPE
INSTALL AIR VENT AND DEFLECTOR
C :.I
CORE CUT HOLE IN I, .{ PLATE AT CB//1 SEE DETAIL G
MANHOLE WALL AND �i•`
PACK WITH GROUT t.'\
HDPE CB CONNECTION DETAIL F
N. T. S.
WIRE MESH FENCE
`
3" MAX.
FOR FILTER FABRIC
GROUND SURFACE
FILTER FABRIC MATERIAL IN CONTINUOUS ROLLS
1" RETURN
1" DIA. HOPE
USE STAPLES OR WIRE RINGS TO ATTACH FABRIC -
(FL x PE)
AIR VENT AND FITTINGS
TO WIRE MESH SUPPORT - -
5 EA. - 1 "x 1 /g" STAINLESS
STEEL SUPPORT STRAPS
GROUND SURFACE
AND 2" x % STAINLESS
STEEL EXPANSION BOLTS. 3'
BURY BOTTOM OF FILTER MATERIAL
MAX. SPACING
IN 8" x 12" TRENCH
J
CORE DRILL & WELD °
AIR VENT TO PIPE o
N
INTO 18" ?
PIPE
iv
DEFLECTOR PLATE
I I
I I
I I
HOPE DEFLECTOR PLATE -FUSE
TO OUTSIDE EDGE OF PIPE
I I
I I
z�N 18" DIA. HOPE
PROFILE
DEFLECTOR PLATE AND AIR VENT DETAIL (E
N. T S.
WIRE MESH SUPPORT FENCE (TO BE
LOCATED ON THE DOWNHILL SIDE OF
FILTER FABRIC)
FILTER FABRIC
MATERIAL -
PROVIDE WASHED GRAVEL
BACKFILL, 314 " -3" IN TRENCH
AND ON BOTH SIDES OF FILTER
FENCE FABRIC ON THE SURFACE
8" MIN.
430
5wp- 27-227i
2 "x2 "x5' WOOD POSTS.
STANDARD OR BETTER
OR EQUIVALENT —
E N T R A N C O
ENGINEERS • SCIENTISTS • PLANNERS • SURVEYORS
WASHINGTON ARIZONA IDAHO
i
BURY BOTTOM OF FILTER
MATERIAL IN 8 "x12" TRENCH
NOTES:
1) ROUND SOLID LOCKING COVER MARKED " DRAIN" WITH
LOCKING BOLTS. SEE KCRS DWG 49 & 50 LEAVE 1' FOR SUPPORT
n OF COVER
2) CORROSION RESISTANT METAL PARTS. 6T
3) HYDROSEED AROUND OUTLET STRUCTURE /
AND ADJACENT PIPE TRENCH AREA.
METAL FLANGE o 9s
0 RING
�( S
� "9ip'PL
EPDXY STUD AND NUT
(TYP.)
O
NEW HOPE PIPE
FUSE MOLDED
FLANGE ADAPTOR \
ON END OF NEW PIPE
INSTALL AIR VENT AND DEFLECTOR
C :.I
CORE CUT HOLE IN I, .{ PLATE AT CB//1 SEE DETAIL G
MANHOLE WALL AND �i•`
PACK WITH GROUT t.'\
HDPE CB CONNECTION DETAIL F
N. T. S.
TEMPORARY SILT FENCE DETAIL "
N. T. S.
206
R O�,L� iL 1,4�;��9
P
ROCK BLANKET
SLOPE TO MATCH EXISTING
DRAINAGE COURSE
LIGHT LOOSE RIPRAP —
4' MIN. 8' MIN.
(TYP.)
i�
3
z
FILTER FABRIC LINER
UNDER ROCK
SECTION A
TRASH RACK ( 1" DIA GALV. STEEL BARS
4" SPACING) ATTACHED WITH DIA.
MANHOLE COVER FLUSH EXPANSION BOLTS TO SIDE OF STRUCTURE
WITH TOP SLAB OVER WEIR OPENINGS.)
STEP LADDER SAW CUT WEIR OVERFLOW
ALIGN WITH EXISTING DRAINAGE COURSE
72" TYPE 2 CB
Z
VEXISTING GROUND SURFACE
WNECTION D
ETAIL L
2 I ROCK BLANKET
o SLOPE TO EXISTING
DRAINAGE COURSE
M
\--QUARRY SPALLS
SECTION B INTO UNDERLYING FSOILY SEATED
OUTLET STRUCTURE G
N. T. S.
AD -22*7108
q- RBCOMMENDF
BOR APP DV L
BY y�
BY CITY OF REN'.
�x DEPARTMENT OF PUBLIC
HIGH AVENUE SOL
STORMWATER OUTFALL IMPF
WIRE MESH FENCE
FOR FILTER FABRIC
FILTER FABRIC MATERIAL IN CONTINUOUS ROLLS
USE STAPLES OR WIRE RINGS TO ATTACH FABRIC -
TO WIRE MESH SUPPORT - -
J
GROUND SURFACE
BURY BOTTOM OF FILTER MATERIAL
IN 8" x 12" TRENCH
J
6' -0" MAX.
2 "x2 "x5' WOOD POSTS.
STANDARD OR BETTER
OR EQUIVALENT
TEMPORARY SILT FENCE DETAIL "
N. T. S.
206
R O�,L� iL 1,4�;��9
P
ROCK BLANKET
SLOPE TO MATCH EXISTING
DRAINAGE COURSE
LIGHT LOOSE RIPRAP —
4' MIN. 8' MIN.
(TYP.)
i�
3
z
FILTER FABRIC LINER
UNDER ROCK
SECTION A
TRASH RACK ( 1" DIA GALV. STEEL BARS
4" SPACING) ATTACHED WITH DIA.
MANHOLE COVER FLUSH EXPANSION BOLTS TO SIDE OF STRUCTURE
WITH TOP SLAB OVER WEIR OPENINGS.)
STEP LADDER SAW CUT WEIR OVERFLOW
ALIGN WITH EXISTING DRAINAGE COURSE
72" TYPE 2 CB
Z
VEXISTING GROUND SURFACE
WNECTION D
ETAIL L
2 I ROCK BLANKET
o SLOPE TO EXISTING
DRAINAGE COURSE
M
\--QUARRY SPALLS
SECTION B INTO UNDERLYING FSOILY SEATED
OUTLET STRUCTURE G
N. T. S.
AD -22*7108
q- RBCOMMENDF
BOR APP DV L
BY y�
BY CITY OF REN'.
�x DEPARTMENT OF PUBLIC
HIGH AVENUE SOL
STORMWATER OUTFALL IMPF